HomeMy WebLinkAbout22.431 - Site and Sewage Plan (2)FILL
.SYSTEM -PROFILE:
LOAMY
SAND
_
3/2
B
MEDIUM
SAND
NOT TO SCALE FIRST
FLOOR
TOP OF OF"FOUNDATION
2.85
RAISE COVERS TO WITHIN
6' OF FINISH GRADE
MEDIUM
2.5Y
ECFV.
13:5
ELEV. 125
-A
FINISH GRADE
FINISH GRADE
SILVER LEAF LANE
ELEV, 11,8
ELEV. 12.16
FINISH GRADE
SYSTEM DESIGN
ELEV. 11.0 GROUND
ELEVATION 10.75
TOP = 11 1
///��
\
h� ��///�� 0/
DESIGN FLOW
m "ENGLEWOOD"
`'
10'® 2% SLOPE
1 MIN.
TOP STONE ELEV 9.92
-3' MAX. COVER
4 BEDROOMS AT 110 GPB/D i,! GPD
BROADWAY
..
4" PV
14'® 1,5% SLOPE
2"..MIN 1/8"-1/4" DOUBLE WASHED PEA STOt1E ".
4" PVC SCH 40
O O O O 0 00 O 00 00T�15'
,.
SCH 40
INV.= 10.34
INV.=
INV.=
2 MI�MAX
10"TEE 14"TEE
INV.=9.89
0 00 00 0 00 �0 0 00 X000 00
o
I
REQUIRED SEPTIC TANK
LOCUS Q N
O O O O O O O O O O O3/4"
DOUBLE WASHED STONE
<.
5'-7,•
6„
�00.0000�0000�00000440
x 2 = -----880 GAL.
-----------
Sy
QRF
4'_61 "
/2
GAS BAFFLE
5 OUTLET
20`x30' LEACHING FIELD/3 LATERST
IPOUT AROUND SYSTEM TO °C" HORIZON MIN DEPTH
SEPTIC TANK PROVIDED = _1500 _GAL.
R Q
�
r:
4'-1" LIQUID LEVEL
4,_4„ / D -BOX
INV.=9.69
INV.=9:42 STRIPOUT (30'x40')9.27,
BOTTOM OF END OF PIPE
SIZE OF LEACHING FACILITY. REQUIRED
tiFgs LEWIS
<f` `.f:
INV.=9.52
77 BOTTOM OF STONE
TFR
5 56ELEV
DESIGN PERC RATE ___<_2 __MIN./INCH
ST BAY
, o e " o, o o
LONG TERM APPL. RATE-2-2A-GPD/S.F.
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
TEST
PIT #1 ADJ. GW. ELEV 3,77
SIZE OF LEACHING SYSTEM PROVIDED:
1,500 GALLON PRECAST
TIDAL
WATER ELEV. 2.5
CONCRETE SEPTIC TANK
440 _ 0.74 SF/GPD = 895_S.F. MIN. REQUIRED
LOCUS MAP
NOT TO SCALE:
.
1
#18 COLUMBUS AVENUE
#14 COLUMBUS AVENUE'
USING 20' x 30' LEACHING FIELD
ASSESSORS MAP 22
ASSESSORS MAP 22
PARCEL 443
PARCEL 442
BOTTOM 20.0' x 30.0' = 600 S.F.
D.T.H. #1
\
DATE: OCTOBER 19, 2005
\
600 S.F x 0.74 = 444 GPD
GROUND ELEV 8.1
\
J
G•
NO GROUNDWATER
".
- - `"
N
°
CONCRETE BOUND444
GPD PROVIDED > 440 GPD REQUIRED = 4 GPD RESERVE
\
I
I I
90.00' FOUND & HELD
10.00'
FILL
A
LOAMY
SAND
10YR
3/2
B
MEDIUM
SAND
7,5YR
5/8
ELEV =.
2.85
C
MEDIUM
SAND
2.5Y
6/2
N47'25'00"E 100.00'
B.O.H.
NO GARBAGE DISPOSAL / GRINDER ALLOWED
42''
A. VON HONE
SOIL EVALUATOR, \ \ \ \ ) \ \
D. MEYERDRAINAGE DEPRESSION \ \\ RO OS PO L F NC 9.5 \1 i/
BACKHOE OPERATOR. \ 9.2 ? /�
48° A & B CANCO " (PER YARMOUTH CONSERVATION OFFICER) / \ \ O� \ PROPOSED _ - LOCUS INFORMATION
52„ SOIL TYPE: 1 _ - - - -, G
10 x14
PERC RATE: <2 MIN. PER INCH / \ SHED
/ \ \ BUILDING
LOADING RATE: 0_74 GAL/SF/MIN CURRENT OWNER M.A. REALTY TRUST
63" j
WELL: MIW-29
ZONE: A /-° - - - / -, - - - - - - i NOTES: ADDRESS 4 JANNOR WAY
LEVEL: 8.2 / / 0. & FLOOD VENTS TO BE INSTALLED
ADJ: 1.7 / ° c ° ° :\•...•; • I - PER ARCHITECTURAL PLANS" WEST YARMOUTH
10. I MA 02673
USE BOH ALLOWED ADJ. OF 1.0' -
" w ° ° ° I PLAN REFERENCE PLAN BOOK 25, PAGE 49
PERC. TEST WAIVED _ - 4 - - - - -- - I I °
ELEV (-1.9) 120 BY BOH DUE TO G, W. I EXISTING SEPTIC COMPONENTS TO BE
PUMPED, CRUSHED &" REMOVED :FROM DEED REFERENCE DEED BOOK 10468, PAGE 268
I ° ° ; / I SITE IN ACCORDANCE WITH TITLIE 5. -
r'
PROPOSED ZONING DISTRICT R-25
pip INDICATES DEEP - ° 16'x32' ° I EXISTING IMPROVEMENTS DEPICTED
DTH #1 eta TEST HOLE 52" INDICATES ADJUSTED 5 ` / / o POOL: ° HEREON AS DOTTED LINES AR= TO SIDE 15'
° SETBACKS FRONT 30'
�® / / o ° ° .......•.•..... ° I BE REMOVED FROM SITE: REAR 20'
GROUNDWATER
............. QS i I KS
N/F o / ° a i ° I __FLOOD ZONE "A-12"._DATED _7/2/92
INDICATES MICHAEL & JUDITH McKAY- _ / °
64' INDICATES GROUNDWATER ---- / ° I ............, I I e PANEL X1250015 -5C, ELEV 12.0
P -1A 44 DTES
PERC TEST #8 SHORE RD. \� � ,
° 1
ASSESSORS MAP 16 / / ;' ,
PARCEL` 10 / ° a i / / ° ° ,60p. ASSESSORS MAP 22
I
- - / I PROPOSED \ I PARCEL 431
------------ o ° / ° ° 4 BEDROOM \
°,PROPOSED 4 ° ° + DWELLING \ 'I LOT AREA 14,000± S.F.
^ A I TOP FND EL 12.5
o
DATUM . APRON ° ; ° ° I I EXISTING BLD/DECK COVERAGE 2,835± S.F. (20%)
VERTICAL DATUM: 'NGVD 1929 I \\ 10.0 01-
I I PROPOSED BLD/SHED/POOL COVERAGE 2,942± S.F..(21%) 25% ALLOWED
I \ I.o
BENCH MARK SET: TOP OF D
HYDRANT TAG BOLT I \\ 1.1.0
w
ELEVATION 9.48
o
GENERAL NOTES: I \ PROPbSED RASS AREA I ( t r*i
:PROPOS--D 1500 ?. ' DTH #1I 1
1. ALL WORKMANSHIP AND MATERIALS SHALL "CONFORM TO D.E.P. : GALLOi SEPTIC II
TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS W I ; i I ;TANK De
FOR SUBSURFACE DISPOSAL OF SEWERAGE,
2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE o I I S SO I II
ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING g I Of
ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. \ I l f = ................... ........ PROPOSED I I o
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE N/F \ I I / I;
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY. ARE LILA TYE REV. TRUST \ r 12.0 I GARAGE
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY #91 MASSACHUSETTS AVENUE \ / I I I; SLAB ELEV 8.5 / o
MUST WITHSTAND H-20 LOADING, ASSESSORS MAP 16 \ (
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION PARCEL 12 I I I N/F
OF ALL UTILITIES PRIOR TO ANY EXCAVATION. I12 0 \ _ JON &JACQUELINE SIDOROVICH
5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE \ z C/ #81 MASSACHUSETTS AVENUE
OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. I I E ii I ASSESSORS MAP 22
6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER �� I. �i I PARCEL 432
FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. \ I P I
7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE
THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND - _ _
LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. PROPOSED 20' I \ - - - �� I
- _ - - -
8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN x 30' S.A.S I
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT (- I'
ELEVATION OF THE OUTLET PIPE.
9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES I I 00• o II
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS SOIL REMOVAL 1 I I: z
BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC T0. ELEV 2.85 \ 1 4' 6' 6' 4' S �< I.
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE ANDOR TOP OF "C" 5' Io I: (n /
SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE I w
/ LAYER \ I� � JI j
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL A F /
BE LEVEL 40ML POLY LINER �w : v
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION ON ALL SIDES \ OS i� 0
TO YARMOUTH B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL WITH RETAINING
13. LAND SURVEY AND TOPOGRAPHIC DATE BY EAS SURVEY. WALL. EL 6 10
TO PRO OSED IN ERL9 KING -
CONSTRUCTION NOTES: CONCRETE BOUND CONCRETE BOUNq 5' BL O K RETAIN,�C- WALL �WG-
FOUND & HELD FOUND & HELD
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND 71.62' // ( S 7'25'00"W 100:00'
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING �/ I I HYDRANT4y%l. �u 7`� v
WORK ON THE SITE. / I WATER MAIN
2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
_�.- �.................. I.............,.......
L ...:..:.. ..
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING - - -� - - - 1 L
MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND
S.A.S. AREA IS PROHIBITED
MASSACHUSETTS AVENUE
0 10 15 20 30
GRAPHIC SCALE: 1 INCH 10 FEET
50
south Health Department
APPROVED
X61